水泥縫 的英文怎麼說

中文拼音 [shuǐféng]
水泥縫 英文
cemented joint
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : 泥名詞1 (含水的半固體狀的土) mud; mire 2 (像泥的東西) any paste like matter; mashed vegetable...
  • : 縫名詞1. (接合處) seam 2. (縫隙) crack; crevice; fissure; slit
  • 水泥 : cement; -lith
  1. The elasticity polyurethane joint sealing material is one kind of joint sealing materials for concrete pavement joint which can use at normal temperature. it will solidify by chemic - reaction when commix the polyurethane preploymer, cross link agent, filling, plasticizer and catalyzer

    聚氨酯彈性嵌料是一種由聚氨酯預聚體主劑與交聯劑、填料、增塑劑以及催化劑混合后通過化學反應交聯固化的常溫施工式混凝土路面用嵌材料。
  2. The expansion agents can only make up the shrinkage to some extent, and the compensation effects would be reduced when the retardener and fly - ash are used. the expansion agents are not panaceas to avoid the shrinkage cracking as expansion can also reduce the concrete soundness. under bad curing condition, the polypropylene fibrillated film fiber can improve concrete ' s anti - crarking property, while the nominal steels have very unobvious effects. to reduce the concrete shrinkage thus avoid the cracking, the former factors must all be taken into account in concrete proportion design to develop sound concrete

    研究結果表明,的品種和用量是影響混凝土收縮值的主要因素之一,當混凝土中用量超過470kg / m ~ 3時,混凝土的收縮值超過400 10 ~ ( - 6 ) ,在約束狀態下存在高開裂風險;採用細砂使混凝土單位用量顯著提高,收縮值也大幅增加;優質粉煤灰總體上能抑制混凝土的收縮,以超量方式摻入其抑制作用更加明顯,但粉煤灰混凝土早期的粘聚性較差,應注意養護,以免失產生龜裂;早強減劑和緩凝減劑都會使混凝土收縮值增加;膨脹劑只能補償混凝土部分收縮,同時受緩凝劑和粉煤灰的抑制,而且膨脹使混凝土的體積安定性增加了不確定因素,膨脹劑不是解決混凝土收縮裂的良方。
  3. The paper is based on the construction of the express - highway between yiyang and changde in hunan province, aiming at enhancing the serviceability of cement concrete pavement, probing into the structural assemblage of the cement concrete pavement, the roadway drainage system, contraction joint with the dowel bar and precaution of bumping at the end of the abutment. it presents some achievements of the research, including more reasonable structural assemblage and roadway drainage system, the method of setting dowelled bar in contraction joint, putting forward the concept of stage - transition from rigid to flexile behind abutment

    本文以湖南省益陽至常德高速公路項目為依託,以提高混凝土路面使用性能為目標,就混凝土路面結構組合、路面排系統、縮設置傳力桿、橋頭跳車問題的防治等方面開展研究和工程實踐,取得了豐富的研究成果,如研究採用了更合理的路面結構組合,設置了較完善的路面排系統,在國內高速公路上率先全面採用縮加傳力桿技術,對所有橋涵構造物臺背全部採用剛柔過渡技術處理橋頭跳車問題等。
  4. This thesis investigated and researched on non - loaded crack, especially those caused by thermal - shrink, and analyzed the thermal - shrink stress of beam, slab and continuous - wall, found that according data of civil and overseas offered thermal - shrink calculating formula without considering effect of factors, such as the cement quantity, using of aruhuesiru, aggregate size and quantity of sand, which made the result data smaller. in addition, there are not enough construct measure in code

    本文對非荷載裂,特別是溫度?收縮裂進行了調查研究,並對兩端或四周約束的梁、板和底部約束的地下連續墻進行了收縮應力分析,發現國內外有關文獻給出的收縮計算公式沒有考慮泵送商品混凝土的用量、外加劑使用、骨料粒徑和砂用量等因素的影響,計算出的混凝土收縮量往往偏小;另外, 《規范》中針對溫度?收縮裂的構造措施不足。
  5. Standard specification for backer material for use with cold - and hot - applied joint sealants in portland - cement concrete and asphalt joints

    硅酸鹽混凝土和地瀝青接頭加熱和製冷接密封膠襯墊材料的標準規范
  6. The characteristic of chemical grouting material should combind with construstion method directed by the theories, it is necessity guarantee for the good result in some special cases. by cw series material, various complicated engineerings have been successfully handled, such as the treatment of concrete fine cracks in three gorges project ( tgp ), foundation reinforcement to the fault in in three gorges project ( tgp ), and the seepage control and reinforcement for the dam base of jiangya hydropower - station. these illustrations are provided to proof the advantages of modified epoxy resin and its technique

    化灌材料特性與理論指導下的灌漿工藝的全面結合是化灌處理,特別是特殊條件下灌漿效果的必要保證, cw系改性環氧化灌漿材及技術對多種復雜工況工程處理對象成功處理,解決了三峽混凝土微細滲防滲補強、三峽工程地質斷層化夾層加固以及江埡電站壩基溶蝕帶防滲等一系列工程技術難題,印證了該材料及技術的先進性。
  7. There is an old saying in our field - " no dam is not crackable ". the crack is mainly because of the bad dilation after " alkali - aggregate reaction ", the temperature traverse inside and outside the concrete with the happening of heat evolution and the shrink of volume due to the cooling of concrete

    電行業有句「無壩不裂」的俗話,產生裂的原因主要有「堿集料反應」造成的破壞性膨脹,化過程中放出的熱量出現的混凝土內外溫度梯度和石硬化後由於後期降溫發生的體積收縮等造成。
  8. Filling material and construction technology of cement concrete pavement

    混凝土路面填料及施工工藝
  9. Boring, grouting and finally forming an impervious curtain in the rock mass with cracks, that is one of the most popular methods of the foundation seepage control at hydraulic and hydroelectric engineering

    採用鉆孔灌漿封堵巖體中的隙而形成阻帷幕,達到減少滲漏量和降低滲透壓力的目的,是電工程基礎處理的重要手段之一。
  10. When you look every carefully, you will see a lot of small gap on the floor

    仔細看地的話上面有很多小隙不是嗎
  11. In the view o6f micro mechanics and fracture mechanics, the mechanism of crack generation of mass concrete is expatiated, thermal stress on the interface between aggregate and cement paste of concrete and crack forming and developing is analyzed and the disciplinarian crack developing with temperature is given

    本文從微觀力學和斷裂力學的角度,探討了混凝土結構開裂機理,分析了溫變過程中混凝土骨料與砂漿界面上的溫度應力以及界面裂紋的萌生和擴展,給出了裂隨溫度變化的擴展規律。
  12. 7 after constructing, it is better to deepen the cement in the gap, removing dirts from the tile surface

    7鋪貼后宜把磚勾深,並把地磚表面抹乾凈。
  13. Design method of shrinkage narrow slit on airport cement concrete road surface

    機場混凝土道面板縮的窄設計方法
  14. Finally, in view of the complexity and non - linearity of the pavement in cracking and breakage, the paper tries to explain the formation in the cracks of the pavement and mechanism & process of expansion by nonlinear theories ( like chaos, fractal etc. ) and to describe the whole process of fissures and breakage so as to provide a new thought and method for the study of the cement concrete.

    最後,考慮到路面開裂和破壞的復雜性和非線性,本文採用非線性科學理論(如混沌、分形等)來解釋路面裂生成和擴展的機理和過程,從總體上對開裂和破壞的全過程加以描述,為混凝土路面的開裂機理和破壞過程研究提供一種新的思路和方法。
  15. Cause and repair of cracks occured in cement concrete pavement slabs

    混凝土路面板裂產生的原因與修補技術
  16. Through the research and analysis on the three aspects concerning the base interface of the pavement panel, crack accumulation, expansion in the pavement panel and interaction between spring plates on the road surface as well as its damage on the road fatigue, it is first brought forth that the process of fissures and breakage in the cement concrete pavement can be divided into three stages, i. e. stage of initial crack formation and damage in the bottom of the pavement slab, stage of accumulation, intensifying & expansion in ruptures from load during the time of use and stage of fissures & breakage in the pavement

    通過對路面板底界面開裂、路面板中裂積聚、擴展和路面表面車板相互作用及其對路面疲勞破壞的影響等三個層面的研究和分析,首次提出混凝土路面的開裂和破壞過程可以分為三個階段,即路面板底初始損傷西南交通大學博士研究生學位論文第11頁和早期裂的形成階段、使用期間荷載作用對路面造成的開裂損傷累計、加劇和裂擴展階段以及路面斷裂破壞階段。
  17. A tool used to cut grooves indicating the joints in cement

    鏝,板用來在上刻槽以表示接的工具
  18. On the basis of investigation and analysis, the author, directed against such diseases in cement concrete pavement as rupture, hollow, crack and mud - pumping, presents the measures of replacing the whole slab and filling slurry

    在調查分析的基礎上,針對舊混凝土路面板的斷裂、脫空、裂和唧等病害,提出了整板更換或壓漿灌入等方法。
  19. As we all know, the hydration of concrete is a radiative process, which might lead to emergence of, cracks in the early age of concrete while the heat cumulated exhales. thus great disadvantage may be engendered as far as seepage prevention, erode resisting and the whole structure maintaining are concerned

    因為化作用是一個放熱的過程,它所產生的熱量在冷卻過程中可能導致早期混凝土中溫度裂的出現,這對工結構的防滲、抗沖及保持結構的整體性是極為不利的。
  20. In the paper the effects of the made parameters, the main materials and environmental conditions on plastic shrinkage cracking were investigated. it can be concluded as following : 1 ) there was a critical w / c ratio of maximum plastic shrinkage cracking between lower and higher w / c ratio of concrete mixtures made with the same cement content per cubic meter, concretes with lower or higher w / c ratio being less prone to plastic shrinkage cracking and the w / c critical ratio critical of maximum plastic shrinkage cracking being about 0. 5

    本文研究了配製參數、主要原材料以及環境條件對新拌混凝土塑性收縮裂的影響,結果表明: 1 )單方混凝土用量一定時,較低灰比和較高灰比對應的混凝土拌合物不易開裂,而中間某一臨界灰比對應的混凝土拌合物開裂較嚴重,這一臨界灰比為0 . 5 ;單方混凝土用量或漿量一定時,混凝土拌合物的塑性開裂趨勢與上述情況相似,但臨界灰比分別為0 . 45 - 0 . 4和0 . 4 。
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